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Last modified
7/14/2009 5:02:32 PM
Creation date
5/20/2009 9:59:25 AM
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UCREFRP
UCREFRP Catalog Number
8013
Author
Pontius, D. and I. SWCA.
Title
Colorado River Basin Study.
USFW Year
1997.
USFW - Doc Type
Tucson, Arizona.
Copyright Material
NO
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<br />Colorado River Basin Study <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />because the Colorado River Compact, which allocated the river's water, was <br />negotiated in 1922. Since 1922, estimates of the river's average flow have <br />been consistently revised downward. <br /> <br />Water Development <br /> <br />While most river basins in North America have less than two times the <br />annual water supply in reservoir storage, reservoirs on the Colorado River <br />have a total live capacity more than four times the average annual flow. As <br />shown in Table 1, the total live storage capacity of major reservoirs in the <br />basin is more than 60 maf. The capacity of the two principal reservoirs, <br />Lake Mead and Lake Powell, is greater than 50 maf. <br /> <br />The unusually large storage capacity has diminished impacts of drought <br />within the basin, at least in the short term. Growing demands on the river, <br />however, may reduce the ability of these reservoirs to provide a buffer <br />against drought. Most of the reservoir storage is located too far downstream <br />for direct use ill the Upper Basin, and most of the water in storage in the <br />Upper Basin is used to satisfy Compact guarantees to the Lower Basin and <br />for Mexico's entitlement. <br /> <br />Evaporative losses from the Colorado River reservoirs are especially high due <br />to the arid climate of the region. As shown in Table 2, the average annual <br />evaporative loss from reservoirs in the basin is more than 2.0 maf. It has <br />been reported that the optimum level of storage in the basin, beyond which <br />there is no net increase in usable supply due to evaporative losses, has been <br />surpassed (Langbein, 1959; Hardison, 1972). <br /> <br />Diversions <br /> <br />Colorado River water is diverted for use both in and out of the basin at <br />hundreds of diversion points. There are considerably more diversions in the <br />Upper Basin, but Lower Basin diversions are much larger. Representative <br />water development projects in the Upper Basin are shown in Figure 4. On <br />an annual basis, more than a third of the river's supply is exported from the <br />basin, including diversions to such cities as Denver, Colorado Springs, Salt <br />Lake City, Albuquerque, Los Angeles, and San Diego. These service areas, in <br />combination with the actual Colorado River basin, have been referred to as <br /> <br />8 <br />
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